Effect of Fatigue Loading and Precracking on the Interface Shear Transfer of Cold Joints-Reference-Cited by-同舟云学术

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Effect of Fatigue Loading and Precracking on the Interface Shear Transfer of Cold Joints

Published:2024-08-05 Issue: Volume: Page:
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Liu Jie^ORCID,Wan Anning^ORCID,Chen Xuyong,Zheng Hehui,Huang Xiangyu^ORCID,Wu Qiaoyun^ORCID

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s12205-024-1455-z.pdf

Reference38 articles.

1. AASHTO (2020) Bridge design specifications. 9th ed. Washington, DC: AASHTO

2. ACI (American Concrete Institute) (2014) Building code requirements for structural concrete. ACI 318-14 and commentary ACI 318R-14. Farmington Hills, MI: ACI

3. ACI (American Concrete Institute) (2019) Building code requirements for structural concrete. ACI 318-19 and commentary ACI 318R-19. Farmington Hills, MI: ACI

4. Barbosa AR, Trejo D, Nielson D (2017a) Effect of high-strength reinforcement steel on shear friction behavior. Journal of Bridge Engineering 22(8):04017038, DOI: https://doi.org/10.1061/(ASCE)BE.1943-5592.0001015

5. Barbosa AR, Trejo D, Nielson D (2017b) High Strength Reinforcing Steel Bars: Concrete Shear Friction Interface [Final Report-Part A]: Oregon State University

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